Research Article
Design Criterion and a Technical Approach for the Controlled Seismic Behavior of Continuous Girder Bridges
Figure 10
Pintle test curves. (a) φ20: 0.01 mm/s. (b) φ20: 1 mm/s. (c) φ25: 0.01 mm/s. (d) φ25: 1 mm/s.
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